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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC 1 KOLAPRO | KOTTAYAM | KERALA | 686102 | ₹4.7 L | L1 | Accepted-AOC Accepted Vide Resolution No 2/1 dtd.28-01-2026 of Kodikulam GP |
| 2 | L2₹5.0 LRejected-AOC | ₹5.0 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹5.0 LRejected-AOC | ₹5.0 L | L3 | Rejected-AOC Higher rate and hence not admitted |
| 4 | L4₹5.1 LRejected-AOC PULLIYIL MADASSERY HOUSE MELMURI P O MALAPPURAM PIN 676516 | MALAPPURAM | MALAPPURAM | KERALA | 676516 | ₹5.1 L | L4 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | PM MOHAMMED AYOOB L4 | ASHRAF E K L2 | SINU A C L3 | JALEEL JABBAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00WARD 10 IRAMPILLY KOTTA ROAD MAINTENANCE INTERLOCKING | |||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 310 | sqm | 14.85 ₹4,603.50 | 51 ₹15,810 | 45 ₹13,950 | 43.74 ₹13,559.40 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 23.25 | cum | 2,867.52 ₹66,669.84 | 2,800 ₹65,100 | 2,990 ₹69,517.50 | 2,862.23 ₹66,546.85 |
| 1.00 | OD186045/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30
including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles
in lines and levels as per the directions of the departmental officers at site inclusive of all cost
& conveyance charges etc.; complete. (Labour & Material observed from 55.23 of
MORTH data) | 310 | sqm | 1,103.39 ₹3.4 L | 1,000 ₹3.1 L | 990 ₹3.1 L | 936.48 ₹2.9 L |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 12.74 | cum | 7,888 ₹1.0 L | 8,500 ₹1.1 L | 8,699.9 ₹1.1 L | 8,200.91 ₹1.0 L |
Tender Value
₹5.5 L
EMD Value
₹13,845
Closing Date
16 Jan 2026, 6:55 pmClosed
Assistant Engineer, LID andEW Section KODIKULAM GP
Assistant Engineer, LID andEW Section KODIKULAM GP
GENERAL-KODIKKULAM GP PR NO 182 25/26 Irampilly kotta road maintenance ward 10 -INTERLOCKING -General Civil Work
2025_LSGD_823980_5
05/AE/LID and ew/KDKLM/2025-26
Open Tender
Civil Works - Roads
KODIKKULAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,225
Yes
₹13,845
Yes
10 Apr 2026
27 Dec 2025
19 Jan 2026
27 Dec 2025
16 Jan 2026
27 Dec 2025
WARD 10 IRAMPILLY KOTTA ROAD MAINTENANCE INTERLOCKING
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD186045/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Labour & Material observed from 55.23 of MORTH data)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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